Probabilistic expression of the function of the change in prestressing force of timber elements depending on climatic conditions in situ
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F23%3A10253110" target="_blank" >RIV/61989100:27120/23:10253110 - isvavai.cz</a>
Alternative codes found
RIV/60460709:41320/23:97041 RIV/61989100:27200/23:10253110
Result on the web
<a href="https://doi.org/10.1016/j.conbuildmat.2023.130955" target="_blank" >https://doi.org/10.1016/j.conbuildmat.2023.130955</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.conbuildmat.2023.130955" target="_blank" >10.1016/j.conbuildmat.2023.130955</a>
Alternative languages
Result language
angličtina
Original language name
Probabilistic expression of the function of the change in prestressing force of timber elements depending on climatic conditions in situ
Original language description
Today demand for sustainability forces us to use an ever-increasing share of renewable materials in construction and the associated increase in their mechanical resistance is related to this. The application of transverse prestress in timber structures will increase the overall stiffness and load-bearing capacity of the structural system. However, the prestressing force and subsequent rectification of the system depends on the relative environmental conditions for the specific location of the construction site. The climatic conditions have a significant impact on changes in the size of the prestressing force. Into the experimental sample, transverse prestressed was introduced by means of prestressing elements. The values of prestressing force and climatic conditions to which the sample was exposed were monitored and recorded. Based on experimentally obtained data, mathematical models were created and evaluated using methods such as principal component method and cross-validation method. The result of the analysis is the function for determining changes in the size of the prestressing force over time depending on the climatic conditions. Using this function, it is possible to determine the time when it is necessary to manually increase the amount of preload in the structure so that it correctly fulfils the purpose for which it was designed.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20100 - Civil engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2023
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Construction and Building Materials
ISSN
0950-0618
e-ISSN
1879-0526
Volume of the periodical
377
Issue of the periodical within the volume
9 May 2023
Country of publishing house
US - UNITED STATES
Number of pages
16
Pages from-to
130955
UT code for WoS article
000961310500001
EID of the result in the Scopus database
2-s2.0-85150842496